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Home My WebLink AboutSLC FAIRGROUNDS roofing permit infoST. LUCIE °'CORKS r> e ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) Based on Section 1525 ofthe Florida Building Code - Building INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System -Application Required Sections of the Permit Application Form Attachments Required See List Below Low Slope A, _BC 1,2,3AA6,7 Prescriptive BUR-RAS 150 A, B, C 2,4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile p, B, D, E 12,3,4,587 Metal Roofs A, B, 11 1,2,3,4A6,T Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 193,4,5,6,7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval S. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Fonn RoaflnfoFeb21 Rev Feb 18, 2021 ST. LUCIE WORKS Section A (General Information) Master Permit No. Process No. Contractors Name: dA TAYLOR ROOFING Licensee CCC 1325895 15501 MIDWAY ROAD, FORT PIERCE, FL 34945 GiLow Slope O Asphaltic Shingles O New roof ❑ Repair Low Slope Roof Area(SF) 1,100 ROOF CATEGORY ❑ Mechanically Fastened Tile 0 Metal Panel/Shingles 0 Prescriptive BUR-RAS 15C ROOF ROOF TYPE. ❑ Maintenance . ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) ❑ Mortar/Adhesive Set Tiles ClWood Shingles/Shakes Er Reroofing 13Recovering Total (SF) 1,100 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ST. LUCIE ;'VORKS Section C (Low Slope Roof) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: JOHNS MANVILE TPO W-14 Product Approval No.: FL#11475A Design Wind Pressures, From RAS 128 Or Calculations: Zone V:_Zone 1:-56.14 Zone 265.82Zone 3: -70.6 Max. Design Pressure, from the specific product approval system: Deck: Type: PLYWOOD Gauge Thickness: 5/8 CDX Slope: 1 to/12 Anchor/Base Sheet & No. df ply($): WA Anchor/Base Sheet Fastener/Bonding Material: N/A Insulation Base layer: 2" ISO Base Insultation Size and Thickness: 2" Base Insulation Fastener/Bonding Material: Top Insulation Layer: SECURE ROCK Top Insulation Size and Thickness:.5" Top Insulation Fastener/Bonding Material: 4" SCREWS JM HIGHLOAD FASTENERS Base Sheet(s) & No. of Ply(s): N/A Base Sheet Fastener/Bonding Material: N/A Ply Sheet(s)' & No. of Ply(s): N/A Ply Sheet Fastener/Bonding Material: 4" HIGH LOAD FASTENERS Top Ply: N/A Top Ply Fastener/Bonding Material: .060TPO 1 PLY Surfacing: N/A PLEASE SEE ENGINEERING Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':_" oc @ Lap, If Rows_ ®_ W Zone 1�" oc @ Lap, If Rows _ @ — oc Zone 2—" oc @ Lap, If Rows —@ _ oc Zone 3 " oc @ Lap, If Rows_ ®_ oc Number of Fasteners Per Insulation Board: Zone 1':Zone 1:—Zone 2:—Zone 3:_ Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc.. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material' Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16.. S1 LUCIE WORKS Section D (Steep Slope Roof System) Roof system Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RA5127 or Calculations): Zone 1: Zone 2e: 7one 2n:—Zone 2r: 7one 3e:—Zone 3r: \Deck Type: Type Underlaymenh Roof Sbpe: 12 Insulation: Fire Bander: Ridge)Aantatonl Fastener Type&Spacing: Adhesive Type: Type Cap Sheet: Mean Roof Height: I Roof Covering: Type & Size Drip �— Fdnc ST. LUCIE V,:. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mrwith the values From Mr. If the Mr values are greaterthan or equal to the Mrvalues, for each area of the roof, then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: _x1 = )_ Mg: _=Mri_ Product ApprovalM (Zone 2e: _xA_= _ )- Mg: _=Mr _ Product ApprovalM (Zone 2n: '_xa_= _)- Mg; _=Mm_ Product ApprovalM (Zone 2r. _Xb_= _)- Mg: _=Mg_ Product Approval Mr (Zone 3e: "xa_> _)-Mg:_=M,ar_ Product ApprovalM (Zone 3r. =xX-= -Mgt_=M,9_ Product Approval Mr Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below_Product Approval Mr_ M, required Moment Resistance - Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 'Must be used in conjunction with a list of moment based tile systems • For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr If the F'values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 12T (Zone 1:_x LxW:= -W:cos rFrn Product Approval F' (Zone 2e:_x L=xW:=)-W:cos rFa• Product Approval F' (Zone 2n: xL_=x W� )-W:_Cosr =Fa" Product Approval F (Zone 2r:_xL =x W;= )-W: Cos r =Far_ Product Approval F' (Zone 3e: x l ac W:= ) -W: Cos r Frse Product Approval F' (Zone 3r: xL=xW:=---)-W:_Cos r =Fo Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure Zones 1, 2e, 2n, 2r, 3e, 3r From applicable table in RAS 127 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Ma Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Ma Calculated Minimum Attachment Resistance F' Produc[Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L=length W=width Product Approval All calculations must be submitted to the building official at the time of permit application.